Gavin Newsom, Governor |
DEPARTMENT OF TRANSPORTATIONDIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES Concrete Materials Testing Branch 5900 Folsom Blvd. Sacramento, CA 95819 916-227-7205 |
Contract # 02378904 Cty SHA Rte 5 PM R63.2/R65.8 Vendor # |
REPORT OF LABORATORY TESTING |
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Resident Engineer: |
Time Bade |
Date Reported: |
04/19/2016 |
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Address: |
TL Number: |
852902 |
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City: |
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Project Name: BRIDGE REPLACEMENT |
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Prime Contractor: TUTOR-SALIBA CORPORATION |
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Sample Taken Date: |
04/05/2016 |
Mix Design: |
Unknown |
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Contractor: Unknown |
Location: IN SHASTA COUNTYNEAR LAKEHEAD FROM 0.3 KM NORTH OF ANTLER SUMMIT OVERCROSSING TO 0.5 KM NORTH OFANTLER UNDERPASS |
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Structure unique identifier: Unknown |
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Structure name: Unknown |
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Location of Pour: abut 6 void repair |
The following testing has been tested in accordance with:
ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Specimen | Average diameter of cylinder (in) | Cross sectional area of cylinder (in^2) | Maximum load on cylinder (lb) | Type of fracture pattern of cylinder |
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1 | 3.00 | 7.07 | 107860 | 4 |
2 | 3.00 | 7.07 | 111020 | 2 |
3 | 3.00 | 7.07 | 104610 | 1 |
DIME Test ID: 2016-04-05-7-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 15250
Comment on any defect in either specimen or caps (Max 250 Characters): ground ends, no capping
Age of specimen: 14 days
Certified By: Mike Mullins
*Subject to final inspection by the Resident Engineer. |
TL- Report of Laboratory Testing